In order to find the reason of these experimental results,concentrations of main ions in the pore solutions squeezed from the stabilized soil samples were measured,and the concentrat.
为解释上述试验现象,测定了相应固化土孔隙液中主要离子的浓度,并进行热力学计算。
The pore liquid pressure supporting load is reduced and the load is moved to the solid structure.
定量给出了饱和岩石内孔隙液压的前期变化过程、岩石结构受力过程以及饱和体体积弹模的变化过程,并通过试验验证了这一现象的变化过程的合理性,展示了岩石由于结构浸水、胶质软化而在后期刚度下降。
Their occrrence was related to the excess pore pressure in the vermicular limestone at the synsedimentary stage.
本文描述了蠕虫状灰岩中不同类型的同生变形构造，分析了其成因机制，认为蠕虫状灰岩中同生变形构造的形成与其本身重力作用下产生的超孔隙液压有关，表明该灰岩是高能条件下快速堆积的产物。
Study on the anticorrosion of D-sodium gluconate on reinforcing steel in simulated concrete pore solution;
D-葡萄糖酸钠对模拟混凝土孔隙液中钢筋的缓蚀作用
Study on the electrochemical characteristics of passive film on reinforcing steel in simulated concrete pore solutions with composite inhibitors;
钢筋钝化膜在含缓蚀剂的模拟混凝土孔隙液中的电化学特性